Water is pumped from the pumping station at the Mundaring weir in Perth overthe Darling Ranges to a second station at an elevation of 116 m. The volumetricflow rate is 2*105 litres/min. The pipe internal diameters are 1 m at Mundaring and2 m at station 2. The pressure at station 2 is 3.9 bar. Calculate the pressure at thepumping station at the weir. Give your answer with 1 decimal point and in units ofbar. Assume the pumping station's elevation is Om. Use the conversions andequations given below.ΔΡAv²++ gAz= 0Density of water is 1000 kg/m³g = 9.8m/s?1 bar105 Pa

It is given that: ∆Pρ+∆v22g+g∆z=0∆z=h2-h1=116-0=116mg=9.8 m/s2r1=0.5mr2=1mQ1=2×105Lmin=2×105×10-3…

Answered: Water is pumped from the pumping…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

A reservoir A with elevation 30m connected with a pump to rise the water into two reservoirs B and C 90m and 60 m respectively the amount of flow from J to B is equal 0.11 m/sec use the following data to determine the flow in each pipe and the power of the pump: LAJ 450 m, DaJ = 300 mm, LJB= 300 m, DJB = 200 m, Q JB = 0. m'/sec, LJc 600, D Jc = 150 mm,f (all Pipes) 0.02
Situation 3: Three pipes of different lengths and diameters connected in series as shown discharge 0.160 m'/s. Determine the difference in elevation between the two reservoirs. Neglect minor losses. H What will be the diameter of a single pipe that can replace all the three Pipe1 Pipe 2 Pipe 3 pipes? It shoud carry the same discharge and incur the same total head loss. Assume that the distance between reservoir is constant. L- 800 m D- 45 cm f- 0.012 L-1500 m L- 1800m D- 90 cm D- 60 cm 1-0.012 f-0.012
1. Two tanks A and B have 70 m difference in water levels, and are connected by a pipe 0.25 m diameter and 6 km long with 0.002 friction coefficient. The pipe is tapped at its mid point to leak out 0.04 m3/s flow rate. Minor losses are ignored. (a) Determine the discharge leaving tank A? (b) Find the discharge entering tank B? ha А he B Q3 h = 70 m
A new steel pipe (f= 0.02) of 7000m length and 600mm diameter connects two reservoirs as shown. Including all losses, design the water level elevation in reservoir A such that the required flow rate of 0.5m³/s is achieved. Draw the EGL and HGL. %3D ma eyad Tarawneh z= ??? AMSL A z = 650 AMSL В V
Reservoirs A, B, and C are connected by pipelines 1, 2, and 3 respectively which meets at the junction D. Reservoir A is at elevation 80 m, reservoir B is at elevation 50 m, and reservoir C is at elevation 10 m. Diameter Length Friction Factor 400 mm 500 mm Pipe 1800 m 2000 m 1 0.02 2 0.025 3 800 mm 4000 m 0.03 a. Compute the discharge flowing out of reservoir A. b. Determine the discharge flowing in or out at reservoir B. c. Find the discharge flowing towards reservoir C.
For the new cast (f=0.014) pipe system shown below, determine the flow rate in each pipe. Ignore minor losses. Elevation 1000 t 1 in 1000ft 6 in. 500ft 4in 300ft New cast iron pipe 12 in 2000ft Elevaton 920 ft
Three reservoirs A, B and C are connected respectively with pipes 1, 2 and 3 joining at a common junction P. Reservoir A is at elevation 80m, reservoir B at 70m and C is at 60m. Assume f=0.018 for all pipes.
1] A pump draws water from an open reservoir, with a static suction headof 26.24 feet, and lifts it to another open reservoir with a static discharge head of25 meters. The diameter of the suction pipe is 15.24 cm and the diameter ofdischarge pipe is 4.0 inches. The total head loss from A to B is 25 % of the totaldynamic head (TDH), and the head loss at the discharge side of the pump is 90 %of the total head loss. The pump capacity is 50 lps. Determine: a) the pump brakepower if the efficiency is 82 %; b) the reading of the pressure gauge installed atthe suction side of the pump; and c) the reading of the pressure gauge installed atthe discharge side of the pump.
SITUATION 2: Three reservoirs A, B, and C are connected respectively with pipes 1, 2, and 3 joining at a common junction P. Reservoir A is at elevation 80 m, reservoir B at elevation 70 m and reservoir C is at elevation 60 m. The properties of each pipe are as follows: Elev 80 ha hez Elev 70 B 4000 m- 250 mm f-0.018 he 3500 m f- 0.018 Elev 60 Pipe 1: L= 5000 m, D = 300 mm Pipe 2: L= 4000 m, D = 250 mm Pipe 3: L= 3500 m 5000 m - 300 mm f= 0.018
Pump inflow 2. Draw the HGL for the system shown below. The pump flow at A is 100 L/s with a 550 kPa discharge pressure from the pump. The outflow at B is 40 L/s. Determine the outflow (total demand) at point C in litres per second. Assume a value of CH = 100 for all pipes, and that the pipes are all at the same elevation. 30.00 1000.00 1000.00 1000.00 300 Ø B 2000 200Ø D Elevated Storage Outflow Outflow Tank
Two tanks A and B have 80 m difference in water levels, and are connected by a pipe 0.3 m diameter and 8 km long with 0.002 friction coefficient. The pipe is tapped at its mid point to leak out 35 1/s flow rate. the discharge leaving tank A? Determine Find the discharge entering tank B? Coefficient (Tank Exit) = 0.5 %3D Coefficient (Tank Entry) = 1 ba %3D be 80 m Q1 Q² Q3
Two reservoirs have a different in level of 9 m and are connected by a pipeline, which is 38 mm in diameter for the first 13 m and 23 mm for the remaining 6 m. Take f=0.01 for both pipes and Cc-=0.66. Calculate the discharge.

SEE MORE QUESTIONS

Recommended textbooks for you

Structural Analysis

Civil Engineering

ISBN:

9781337630931

Author:

KASSIMALI, Aslam.

Publisher:

Cengage,

Structural Analysis (10th Edition)

Civil Engineering

ISBN:

9780134610672

Author:

Russell C. Hibbeler

Publisher:

PEARSON

Principles of Foundation Engineering (MindTap Cou…

Civil Engineering

ISBN:

9781337705028

Author:

Braja M. Das, Nagaratnam Sivakugan

Publisher:

Cengage Learning

Structural Analysis

Civil Engineering

ISBN:

9781337630931

Author:

KASSIMALI, Aslam.

Publisher:

Cengage,

Structural Analysis (10th Edition)

Civil Engineering

ISBN:

9780134610672

Author:

Russell C. Hibbeler

Publisher:

PEARSON

Principles of Foundation Engineering (MindTap Cou…

Civil Engineering

ISBN:

9781337705028

Author:

Braja M. Das, Nagaratnam Sivakugan

Publisher:

Cengage Learning

Fundamentals of Structural Analysis

Civil Engineering

ISBN:

9780073398006

Author:

Kenneth M. Leet Emeritus, Chia-Ming Uang, Joel Lanning

Publisher:

McGraw-Hill Education

Sustainable Energy

Civil Engineering

ISBN:

9781337551663

Author:

DUNLAP, Richard A.

Publisher:

Cengage,

Traffic and Highway Engineering

Civil Engineering

ISBN:

9781305156241

Author:

Garber, Nicholas J.

Publisher:

Cengage Learning

SEE MORE TEXTBOOKS